The URL can be used to link to this page

Home My WebLink AboutVJ Engineering/Deer Creek Dev - Sewage Treatment Agmnt-1/2/2018Iowa Department of Natural Resources Wastewater Section Construction Permit Application Sewage Treatment Agreement INSTRUCTIONS This agreement must be executed for all projects where construction and sewage treatment will be provided by different parties; i.e., a private subdivision connecting to a municipal system. This agreement must be executed by the parties who are owners at the time the permit is issued, regardless of whether title to the proposed construction project will be transferred after completion of the project. This agreement is not necessary when a contract for sewage treatment already exists; i.e., service contracts between municipalities. However, the Department of Natural Resources must be informed in writing that the contractual agreement does exist. APPLICANT Owner: Deer Creek Development, LLC ENGINEER Firm: VJ Engineering Address: 643 Griffith Road, Waterloo, IA 50701 1501 Technology Parkway, Ste. 100 Address: Cedar Falls, IA 50613 Representative: Harold Youngblut Project Officer: Bruce P. Radue, P.E. Phone Number: 319-269-4081 Phone Number: 319-266-5829 Project Identification: Greenbelt Centre Plat No. 8 Owner and System Receiving Wastes: City of Waterloo CERTIFICATION I am the authorized representative of the owner identified above and constructed in accordance with the plans and specifications and all syst m id n lied a ove. state that the proposed sanitary sewage facilities shall be wastes contributed by this project shall be discharged to the Managing Partner Date 0/ gg ::::::tJ D' Title: t ' AGREEMENT TO PROVIDE SEWAGE TREATMENT am the authorized repres tative of the owner of the system identified above and state that the connection of the proposed sanitary sewage facilities identified above is approved by the owner, and that the owner accepts responsibility for providing adequate treatment of all wastes contributed by this project, in accordance with the provisions of Chapter 455B, Code of Iowa, and the rules of the Department of Natural Resources. This agreement shall be construed in any way to affect any local ordinances, sewer service agreements, or fee systems entered into between the parties. Name: Q YN.�-1r-N —i -1 -C -V3— Title:k.`Ut'Z-- Signature Date I 1 2-/ } 8 Phone: 11/2015 cmc DNR Form 542-3219; 29 Exhibit 11A Iowa Department of Natural Resources Wastewater Engineering Section Construction Permit Application SCHEDULE A. General Information APPLICANT ENGINEER OWNER E-MAIL ADDRESS Deer Creek Development, LLC five4me@aol.com FIRM E-MAIL ADDRESS VJ Engineering bradue@vjengineering.com ADDRESS 643 Griffith Road, Waterloo, IA 50701 ADDRESS 1501 Technology Parkway, Ste. 100, Cedar Falls, IA 50613 REPRESENTATIVE TELEPHONE Harold Youngblut (319) 269-4081 PROJECT OFFICER TELEPHONE Bruce P. Radue (319) 266-5829 PROJECT IDENTIFICATION Greenbelt Centre Plat No. 8 ESTIMATED START DATE * 6/15/17 ESTIMATED COMPLETION DATE 9/30/17 PLEASE RESPOND TO ALL QUESTIONS YES 1. Has an engineering report, facilities plan or other information previously been submitted for this project? ❑ NO /2 If Yes=> PROJECT IDENTITY DATE SUBMITTED 2. Does the project and construction permit application, as submitted, follow the recommendations, design loadings, construction schedule, permit limits, and conclusions of the approved engineering report or facilities plan? If No=> Provide the design basis and technical information justifying all changes. 3. Are there three complete sets of plans and specifications accompanying this application? For a minor gravity sewer extension within the meaning of 455B.183.3 Code of Iowa and Design Standard 11.1, two complete sets will be adequate for expeditious approval. For more complex projects, three sets of plans and specifications may be requested. 4. Are approved standard specifications a part of this application? ❑ ❑ ❑ ❑ If Yes=> APPROVED STANDARD SPECIFICATIONS OF (municipality or firm) City of Waterloo DATE APPROVED 5. Does each set of plans and specifications or engineering report accompanying this application contain a "professional engineering seal" executed in conformance with 542B.16, Code of Iowa? If No=> Processing will be delayed pending receipt of applicable design schedules and certified plans, specifications or engineering report. 6. Is this a joint wastewater and water supply project? If Yes=> A construction permit application for the water supply project should be submitted separately to the Water Supply Section. A water supply permit fee may be required. 7. Is the applicant to provide treatment of effluent resulting from this construction? If No=> A Sewage Treatment Agreement (DNR Form 29) executed by the authority providing treatment must accompany this application. 8. Is a new or amended operation permit necessary to use the facilities described in this application? If Yes=> A new or amended permit to operate may be requested prior to the receipt of a construction permit. 9. Is any waterline located within 10 feet; or any private or public well, lake, or public recreation area located within 400 feet of the proposed construction? If Yes=> Identify and locate the facility(s) relative to the proposed construction. 10. Will construction inspection be conducted by a licensed engineer employed by the applicant? ❑ ❑ ❑ ❑ I ❑ �� ►� 14 ❑ If No=> NAME OF ENGINEERING FIRM CONDUCTING INSPECTION 11. Will this project utilize CWSRF loan funds? ❑ i4 CERTIFICATION APPLICANT I certify that I am the authorized representative of the owner and state that the project identified above is approved by the owner. ENGINEER I certify that all aspects of design included in this application conform to applicable standards contained in Chapter 567 IAC 64, or that an explanation and justification for any proposed variations from such standards is attached. I am familiar with the information contained in this application, and to the best of my knowledge, such information is complete and accurate. S[GNA URE I DATE ichU670 r -,1)k Ws -Mc/ 7 SIGNATURE DATE L-4,,,_/- ,&,,Z..,-- o---2-4--,-/-7 * Estimated C u on Start Date: Complete applications must be submitted at least 120 days in advance of the date for starting co s uc 'n in accordance with Rules 567 IAC 60.4 and 64.2 PLEASE COMPLETE THE SCHEDULE CHECKLIST ON THE FOLLOWING PAGE OF THIS FORM DNR form 28A (Sept 2010) 542-3129 Construction Permit Application SCHEDULE A, General Information, page 2 SCHEDULE B C D E F G 141 H2 113 J KI K2 K3 L M N O P Q RI R2(A & B) R3 S Identify, all categories TITLE Collection system DOCUMENT CHECKLIST included in this project. Also, identify schedules attached to this ap INCLUDED IN ATTACHED PROJECT 0 Lateral Sewer Extension Trunk & Interceptor Sewer Wastewater Pump Station Treatment Project Site Selection Treatment Project Design Data Schematic Flow Diagram Treatment Process Loading and Removal Efficiency Mechanical Plant Reliability Screening, Grit Removal and Flow Measurement Septic Tank System Controlled Discharge Pond Aerated Pond Anaerobic Lagoon Setting Tanks Fixed Film Reactor — Stationary Media Rotating Biological Contactor Aeration Tanks or Basins Gas Chlorination Sludge Digestion and Holding Sludge Dewatering and Disposal Low Rate Land Application of Sludge Land Application of Sewage Sludge (To be developed) Land Application of Wastewater (To be developed) Sewage Treatment Agreement plication. SUBMITTAL DATE Identify any categories included in this project which are not provided in the above list of schedules. DNR form28A (Sept 2010) 542-3129 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE B, Collection System DNR USE ONLY Project No. Permit No. Date Prepared 5/16/17 Date Revised Project Identity Greenbelt Centre Plat No. 8 1. Identify proposed construction which is subject to flooding and explain what is proposed to prevent water from entering the system. If no portion is subject to flooding, state none. Segment All Flooding Protection Elevated manhole tops to above 100 -year flood elevation *2. Indicate hydraulic capacity of: 1) the nearest downstream main or interceptor; 2) the nearest downstream lift station; and 3) all downstream segments where flow restriction may occur. Indicate the source and accuracy of numerical data. Segment Segment Segment Location Design Capacity, MGD Peak Hourly Dry weather Flow MGD (actual) Peak Hourly Wet weather Flow MGD (actual) 30" NE1/4, Lift NE1/4, 24.53 Sec. 6-88-13 Sec. 6-88-13 48,000+ 13.0 2.0 0.2 0.2 0.6 0.6 *3. Identify treatment facility, the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data. Waterloo Water Pollution Control Plant, Iowa No. 079001, Fed. No. Facility Name and Number 0042650 Facility Loading Design Average Wet Weather (actual) Peak Hourly Wet Weather (actual) MGD #BODS/day 34.8 88,000 24.53 31,500 60+ 48,000+ Provide projected design loading increase, which will be added to this facility as a result of this project. Design Loading Initial Design Year (2020) Residential Service Area Acres Acres Population Persons Persons Flow (100 GPCD) GPD GPD BODs(0.17/#/d/cap) #/day .#/day Industrial Service Area Acres Acres Rated Flow GPD GPD BODS #/day #/day Other Commercial 5 Acres 11 Acres Rated Flow 27,500 GPD 60,500 GPD BODS 47.5 #/day 103 #/day Total BODS 47.5 #/day 103 #/day Total Flow 27,500 GPD 60,500 GPD Peak Hourly Flow 110,000 GPD 242,000 GPD *Include a written explanation of items 2 and 3 if the sewer system and/or treatment facility are overloaded. 11/2015 cmc DNR Form 542-3095; 288 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE C, Lateral Sewer Extension DNR USE ONLY Project No. Permit No. Date Prepared 5/16/17 Date Revised Project Identity Greenbelt Centre Plat No. 8 1. Design Basis Residential Service Area Population Flow (100 GPCD) 80D5 (0.17/#/d/cap) Industrial Service Area Rated Flow BODS Other Commercial Initial Design Year (2020) Acres Acres Persons Persons GPD GPD #/day #/day Acres Acres GPD GPD #/day #/day 5 Acres 11 Acres Rated Flow 27,500 GPD 60,500 GPD BOD5 47.5 #/day 103 ft/day Total BOD5 47.5 #/day 103 #/day Total Flow 27,500 GPD 60,500 GPD Peak Hourly Flow 110,000 GPD 242,000 GPD 2. Pipe Diameter 8 Inch 10 Inch 12 Inch Material PVC Truss Joint Elastomeric Minimum Slope 0.40 Maximum Manhole Space 400 ft. ft. ft. Total Sewer Length 943 ft. ft. ft. Maximum Cover 10.1 ft. ft. ft. Minimum Cover 7.2 ft. ft. ft. 3. Construction specifications (indicate ASTM Number or other standard included in the specifications). A brief description is required in each part. A. Bedding class ASTM Class II, 02321-75 except as modified by ASTM D2680-01 B. Pipe laying ASTM D2321-75 except as modified by ASTM 02680-01 C. Compaction 95% Standard Proctor Density D. Manhole ASTM C478, 48" dia. E. Specified maximum infiltration/exfiltration rate 200 GPDPMPI F. Infiltration/exfiltration test procedures v -notch weir, televising, or air test G. Alignment & grade test procedures (1) During construction Stake & batterboard Yes Laser Yes (2) After construction Lamping Yes Other Televising H. Deflection test procedures NA 4. Are detailed manhole drawings included: ❑ Yes Z No Typical frame and cover assembly Neenah R-1642 Are manhole covers nonvented: ® Yes ❑ No Manhole diameter 48 in. Manhole opening diameter 24 In Material Concrete 5. Minimum sewer & water main separation: Horizontal 10 ft. Vertical 18 in. Are specifications included No 6. Stream, road, or railroad crossing protection NA Are specifications included NA 11/2015 cmc DNR Form 542-3096; 28C